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HomeMy WebLinkAboutBoatRampRoad Plans_9-28-2023 nners Ferry CITY OF TWIN FALLS San point Post Falls CoeU 'Alene 90 St.Maro'ies SHOSHONE FALLS GRADE rili Orofino Lewiston 12 • BOAT RAMP ROAD Nezperce Grangeville •Elk City 95 Salmon ew Meadows unci, McCall SCHEDULE C 95 Cascade Challis Weiser 55 93 Dubois Payette *St.An hony Cald ell 15 Thornton BOI$@ *Ketchum Arco •• Driggs Meridian B4 Fairfield•Halley 20 Idaho ails O C T O B E R 2023 INDEX OF SHEETS 20 SHEET NO. SHEET TITLE SHEET DESCRIPTION Moreland Blackfoot Mountain Gooding 1 G-001 COVER SHEET Home Wendell• Shoshone Pocatello Rupert Soda prings 2 G-002 GENERAL NOTES Jerome • es Americ n • 3 G-003 LINE LEGEND & SHEET NUMBERING DETAILS Twin Falls Burley Falls Montpelier MalCity Paris t CITY O F 5 V-004 101 SYMBOLS CONTTROLIATIONS VICINITY MAP LEGENDS City Preston TWIN FALLS 6 C-101 TYPICAL SECTIONS PROJECT 7 XD-101 DEMOLITION — BOAT RAMP ROAD LOCATION 8 C-201 PLAN & PROFILE — BOAT RAMP ROAD WI 9 C-202 GUARDRAIL DETAILS mI AREA MAP 10 C-203 GUARDRAIL DETAILS 0 11 C-301 ROADWAY CROSS SECTIONS o Z N l 12 C-302 ROADWAY CROSS SECTIONS 4V 13 C-303 ROADWAY CROSS SECTIONS 14 TC-101 TEMPORARY TRAFFIC CONTROL F 0��� A�OQ SFRvtN�' s a U Z C7 PROJECT SITE w cc E F XGENSF� y 2 Q cr ♦. a FA i Y " �r 19484 N `C'O n NTgTF OF yF4SEA to5�0 KESRoa° a PROJECT NO. 60-20-088 5 _ z NOTICE AND DISCLAIMER W (rJ-U-B THE PLANS AND/OR SPECIFICATIONS(DOCUMENTS)ARE THE PROPERTY OF CONDITIONS ENGINEERS, INC.NOTICE AN B")AND BY USING THE DOCUMENTS YOU AGREE TO BE BOUND BY THE TERMS AND CONDITIONS IN THIS NOTICE AND U DISCLAIMER. THE USE OF THE DOCUMENTS CREATES NO DUTY IN CONTRACT,TORT, EQUITY OR OTHERWISE OF J-U-B TO THE Q USER. THE USER SHALL NOT(I) DISSEMINATE THE DOCUMENTS,OR ANY PART THEREOF,TO OTHERS WITHOUT THE Z WRITTEN CONSENT OF J-U-B,OR(II) USE THE DOCUMENTS, OR ANY PART THEREOF,FOR ANY USE OTHER THAN W AS DESIGNATED HEREIN FOR THE INTENDED PROJECT. THE DOCUMENTS ARE NOT INTENDED FOR USE IN CREATING V INC. TM FOR GRADING OR EARTHWORK,SURVEY STAKING LAYOUT(UNLESS SPECIFICALLY IDENTIFIED AS SUCH IN THE J-U-B ENGINEERS, S DOCUMENTS),OR PROPERTY BOUNDARY LAYOUTS. U J-U-B AND ITS AGENTS SHALL NOT BE LIABLE FOR ANY DAMAGES OR CLAIMS ARISING OUT OF THE UNAUTHORIZED Id2114 Village Park Avenue,Suite 100,Twin Falls,ID 83301 USE OR MISUSE OF THE DOCUMENTS , OR ANY PART THEREOF,WHETHER SUCH DAMAGE OR CLAIM IS BASED IN 3 g CONTRACT,TORT OR OTHERWISE. THE USER HEREBY RELEASES AND SHALL DEFEND,INDEMNIFY AND HOLD J-U-B p 208 733 2414 f 208 733 9455 W www.jub.com AND ITS AGENTS HARMLESS FROM ANY DAMAGES OR CLAIMS ARISING OUT OF, OR RELATED IN ANY WAY TO,THE N USER'S UNAUTHORIZED USE OR MISUSE OF THE DOCUMENTS,OR ANY PART THEREOF. LAST UPDATED:9n 8/2023 VICINITY MAP IF THE DOCUMENTS ARE PROVIDED IN ELECTRONIC FORMAT,THE ELECTRONIC DATA N ® THE ® GATEWAY SOURCES OF THE DOCUMENTS ARE PROVIDED WITH NO WARRANTY OF ANY KIND, SHEET NUMBER: OTHER J U B COMPANIES LANGDON MAPPING WHETHER EXPRESS OR IMPLIED, INCLUDING WITHOUT LIMITATION,ANY REPRESENTATION GROUP INC. OR WARRANTIES OF ACCURACY, QUALITY, COMPLETENESS,COMPATIBILITY WITH SYSTEMS, -00 i DRAWINGS NOT PRINTING TO SCALE,TRANSLATION ERRORS,AND OTHER PROBLEMS WITH USE. a GENERAL NOTES: ROADWAY: EROSION & SEDIMENT CONTROL: 33. CONTRACTOR SHALL KEEP ON SITE AT ALL TIMES A COPY OF _ B 12. CONSTRUCTION IMPROVEMENTS OUTSIDE OF CITY OF TWIN 24. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING THE APPROVED DRAWINGS AND CONTRACT DOCUMENTS AND 1. ALL CONSTRUCTION WORK SHALL BE DONE IN ACCORDANCE FALLS RIGHT-OF-WAY REQUIRE A PROPERTY USE AGREEMENT ALL LOCAL, STATE, AND FEDERAL PERMITS REQUIRED FOR SHALL ACCURATELY RECORD THE ACTUAL LOCATION OF WITH THE CONSTRUCTION PLANS, SPECIFICATIONS AND 2015 TO BE EXECUTED WITH THE ADJACENT LAND OWNER. STORM WATER POLLUTION PREVENTION AS A RESULT OF EXISTING UTILITIES AND NEW UNDERGROUND J-U-B ENGINEERS,INC. EDITION OF THE IDAHO STANDARDS FOR PUBLIC WORKS CONTRACTOR SHALL VERIFY EXISTING AGREEMENTS WITH CITY CONSTRUCTION ACTIVITIES. THE CONTRACTOR SHALL PREPARE UTILITIES/STRUCTURES PRIOR TO BACKFILL. THE CONTRACTOR CONSTRUCTION (ISPWC) AND 2015 CITY OF TWIN FALLS AND THE LAND OWNER PRIOR TO CONSTRUCTION OUTSIDE OF A STORM WATER POLLUTION PREVENTION PLAN FOR REVIEW SHALL PROVIDE THESE LOCATIONS AND DRAWINGS TO THE U REVISIONS TO 2015 ISPWC. �ZOZO ISPWC CITY RIGHT-OF-WAY. IF SUCH AGREEMENT DOES NOT EXIST, BY THE ENGINEER. IF THIS CONSTRUCTION PROJECT WILL ENGINEER PRIOR TO SUBSTANTIAL COMPLETION OF THE Z c CONTRACTOR SHALL SECURE AN AGREEMENT BEFORE DISTURB MORE THAN ONE ACRE, THE CONTRACTOR SHALL PROJECT FOR USE IN PRODUCING RECORD DRAWINGS. > M v PROCEEDING WITH THE WORK. OBTAIN A COPY OF THE U.S. ENVIRONMENTAL PROTECTION tr� Q M v 2. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING AGENCY'S NPDES GENERAL PERMIT FOR STORM WATER 34. CONTRACTOR SHALL PROPERLY DISPOSE OF OFF SITE ALL LU Y o00 `V E STANDARDS LISTED IN NOTE 1 AND MAINTAINING A COPY ON DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITY EXISTING MATERIALS, DEBRIS, PIPE AND APPURTENANCES LLI 0- r0 n SITE DURING CONSTRUCTION. REMOVED FOR CONSTRUCTION OF THE WORK, UNLESS Z 00 13. PRIOR TO PLACEMENT OF FILL MATERIAL, THE CONTRACTOR (OTHERWISE KNOWN AS THE CONSTRUCTION GENERAL PERMIT (D O OR CGP) AND SUBMIT A "NOTICE OF INTENT" (NOI) [EPA OTHERWISE NOTED ON THE DRAWINGS. THE OWNER 0 CI) n 3 SHALL CLEAR THE SITE OF ALL WASTE MATERIALS, FORM 3510-9 6 03 FOR PERMIT COVERAGE UNDER THE RESERVES THE RIGHT TO SALVAGE ITEMS NOTED FOR Z 5 C/) VEGETATION, AND TOPSOIL. TOPSOIL REMOVED FROM ROUGH GENERAL PERMIT./THE CGP MAY BE FOUND ON THE DEMOLITION. LU 0 3. THE LOCATION OF EXISTING UTILITIES ARE SHOWN IN AN GRADING ACTIVITIES SHALL BE STOCKPILED IN DESIGNATED a APPROXIMATE WAY ONLY. NO GUARANTEE IS MADE OR LOCATIONS AND BE RE-DISTRIBUTED AS NEEDED EVENLY ON INTERNET AT m � 3 IMPLIED THAT ALL EXISTING UTILITIES ARE SHOWN IN EXACT THE FINISH GRADE CUT AND FILL SLOPES OF THE ROADWAY HTTP://WWW.EPA.GOV/NPDES/STORMWATER/ENOI.CFM. THE 35. ALL MATERIALS FURNISHED ON OR FOR THE PROJECT MUST r H- LOCATIONS. THE CONTRACTOR SHALL DETERMINE THE EXACT SECTION. ALL WASTE MATERIAL SHALL BE REMOVED FROM CGP DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE BE NEW AND MEET OR EXCEED THE MINIMUM REQUIREMENTS N LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING THE SITE AT THE EXPENSE OF THE CONTRACTOR. THE SITE WITH OTHER REGULATIONS OR CONTRACT REQUIREMENTS SET FORTH IN THE DRAWINGS AND CONTRACT DOCUMENTS. WORK. THE CONTRACTOR AGREES TO BE FULLY RESPONSIBLE SHALL BE PROOF-ROLLED PRIOR TO PLACEMENT OF FILL REGARDING STORM WATER POLLUTION PREVENTION INCLUDING 36. CONTRACTOR SHALL RETAIN AND PROTECT ACROSS ENTIRE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED MATERIAL TO ENSURE STABILITY OF SUBGRADE. BUT NOT LIMITED TO:PROTECTION OF SURFACE WATERS, SITE ALL EXISTING FEATURES INCLUDING UTILITIES, ROADS, S�ONAL Fm BY HIS FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND PREVENTION OF SOIL RUNOFF INTO DRAINS, DUST CONTROL, o��s GENSFo�y PREVENTION OF TRACKING SOILS TO ADJACENT STREETS, FUEL FENCES, SIGNS, GATES, BENCHES, STRUCTURES, TREES, ETC. ALL UNDERGROUND UTILITIES. CALL DIG-LINE AT 811 A 14. CLEARING AND GRUBBING SHALL CONFORM TO SECTION 201 a 9 MINIMUM OF 48 HOURS PRIOR TO EXCAVATING TO REQUEST OF THE ISPWC. CONTAINMENT, SPILL CONTROL, ETC. THAT ARE NOT DESIGNATED TO BE MODIFIED AND ARE NOT INDIRECT CONFLICT WITH THE WORK. DAMAGE BY 19484 LOCATIONS OF UNDERGROUND UTILITIES. UNDERGROUND CONTRACTOR'S ACTIVITIES SHALL BE REPAIRED AT THE UTILITY LOCATION AND VERIFICATION SHALL BE AN ONGOING CONTRACTOR'S EXPENSE TO PRE-PROJECT OR BETTER °y qTF OF `OP Fes' PROCESS. WHERE CONFLICTING UTILITIES MAY BE PRESENT, 15. EXCAVATION AND EMBANKMENT, SHALL CONFORM TO SECTION 25. THE CONTRACTOR SHALL TAKE ALL NECESSARY ACTION TO CONDITIONS. F<SEA THE CONTRACTOR SHALL VERIFY LOCATION A MINIMUM OF 300 202 OF THE ISPWC. ALL EXCAVATION AND EMBANKMENT MINIMIZE DEPOSITING AND TRACKING OF MUD, DIRT, SAND, FEET AHEAD OF TRENCHING OPERATIONS, AND NOTIFY SHALL MEET CLASS A COMPACTION REQUIREMENTS. GRAVEL, ROCK, OR DEBRIS ON TO THE PUBLIC ENGINEER OF ANY POTENTIAL CONFLICTS. CONTRACTOR IS RIGHT-OF-WAY. THE CONTRACTOR SHALL BE RESPONSIBLE 37. MISCELLANEOUS EXISTING FEATURES ACROSS THE ENTIRE SITE RESPONSIBLE TO CONTACT AND COORDINATE WITH ALL UTILITY FOR ANY CLEAN-UP OF THE PUBLIC RIGHTS-OF-WAY OR COMPANIES AND ADDRESS BOTH EXISTING RELOCATIONS AND SUCH AS UTILITIES, ROADS, FENCES, SIGNS, GATES, BENCHES, o< w ADJACENT PRIVATE PROPERTY FROM ANY TRACKING OR 16. EXISTING ASPHALT PAVEMENT REMOVAL WILL REQUIRE FULL STRUCTURES TREES ETC. WHICH ARE REQUIRED TO BE NEW INSTALLATIONS TO INCLUDE SLEEVING FOR FUTURE DEPTH SAWCUTTING TO FACILITATE THIS PROCESS. ALL DEPOSITING OF MUD, DIRT, SAND, GRAVEL, ROCK, OR DEBRIS. TEMPORARILY REMOVED OR RELOCATED, SHALL BE REPLACED SERVICES. WASTE ASPHALT SHALL BECOME THE PROPERTY OF THE IN KIND OR RESET TO AN EQUAL OR BETTER PRE-PROJECT aww�° CONTRACTOR WHO WILL PROVIDE PERSONNEL AND EQUIPMENT CONDITION. IF SUCH WORK IS REQUIRED AND NOT �F-, TO HAUL OFF FOR DISPOSAL. 26. NO DEBRIS, DIRT, AGGREGATE, OR EXCAVATED MATERIALS OR SPECIFICALLY LISTED ON THE BID SCHEDULE, IT SHALL BE >�' _ 4. ALL CONTRACTORS, SUB CONTRACTORS, AND UTILITY CONSTRUCTION SUPPLIES, SHALL BE PLACED ON THE PUBLIC CONSIDERED INCIDENTAL WITH ALL COSTS INCLUDED IN OTHER ° wax CONTRACTORS SHALL ATTEND A PRE-CONSTRUCTION RIGHT-OF-WAY UNLESS PERMITTED BY THE JURISDICTIONAL 0=«=km BID ITEMS. 3=� CONFERENCE WITH THE OWNER AND ENGINEER PRIOR TO AGENCY OR OTHER CONTROLLING ENTITY. IN ADDITION, �� �� 17. THE CONTRACTOR SHALL PROVIDE A TRAFFIC CONTROL PLAN �3w 1omrc 19 START OF WORK. FOR APPROVAL PRIOR TO CONSTRUCTION. ALL TEMPORARY PUBLIC APPROACHES SHALL NOT BE REMOVED, BLOCKED, OR og..azo m OTHERWISE RENDERED UNUSABLE BY CONSTRUCTION ACTIVITY, o:w%6 EQUIPMENT OR MATERIALS, OR PORTABLE TOILETS, UNLESS A TRAFFIC CONTROL SHALL BE COMPLETED IN CONFORMANCE 38. CONTRACTOR SHALL CLEAN-UP AND RESTORE SITE TO O,bvz WITH THE CURRENT VERSION OF THE MANUAL ON UNIFORM ORIGINAL CONDITION UPON COMPLETION OF THE WORK. y 5. ALL SURFACE DISRUPTIONS, EXISTING LANDSCAPING, SAFE, USABLE ALTERNATE WALKWAY, WHICH MEETS THE o �" �z TRAFFIC CONTROL DEVICES (MUTCD) THE PLANS, AND =w; IRRIGATION SYSTEMS, OR OTHER SITE FEATURES DISTURBED DESIGN STANDARDS, IS PLACED ON THE SAME SIDE OF THE a0 0 w JURISDICTIONAL AGENCY. CONTRACTOR SHALL COORDINATE a= BY CONSTRUCTION ACTIVITIES NOT DESIGNATED TO BE RIGHT-OF-WAY BY THE CONTRACTOR. Fo33 WITH THE OWNER PRIOR TO CONSTRUCTION FOR �3 MODIFIED OR CONSTRUCTED SHALL BE RESTORED TO 39. THESE DRAWINGS ARE SCHEMATIC AND ARE NOT INTENDED TO >� CONSTRUCTION SCHEDULING AND PHASING. �wNao PRE-PROJECT OR BETTER CONDITION OR AS SPECIFICALLY DEPICT ALL DETAILS OF THE WORK REQUIRED. THE CONTRACTOR IS RESPONSIBLE TO BECOME FAMILIAR WITH DETAILED ON THE PLANS. SITE SHALL BE CLEANED AND 27. STAGING, PARKING AND SOIL STOCKPILE AREAS ARE ALLOWED _ACTUAL SITE CONDITIONS, SUPPLIED EQUIPMENT, AND FACTORS wa RESTORED TO ORIGINAL OR BETTER CONDITION UPON WITHIN THE CONSTRUCTION ZONES. NO SOILS OR AGGREGATE =�o'wo COMPLETION OF THE WORK. 18. IT IS THE CONTRACTOR'S RESPONSIBILITY TO PROPERLY STOCKPILES ARE PERMITTED ON UNDISTURBED PORTIONS OF AFFECTING WORK. i8zK0 i INSTALL AND MAINTAIN ALL TEMPORARY TRAFFIC CONTROL PUBLIC RIGHT OF WAY WITHOUT PRIOR APPROVAL OF THE DEVICES NEEDED FOR THE PROGRESSION OF THE WORK. OWNER AND UNLESS EROSION CONTROL MEASURES ARE IN 0 6. ALL EXISTING SITE FEATURES INCLUDING CURB AND GUTTERS, PLACE TO PREVENT DEPOSITION OF THE OFF-SITE SEDIMENT. SIDEWALKS, OR ASPHALT PAVING, WHICH ARE BEING JOINED 19. ALL PERMANENT TRAFFIC CONTROL DEVICES SHALL BE OR MATCHED IN CONNECTION WITH THIS PROJECT, SHALL BE PROPERLY INSTALLED IN ACCORDANCE WITH THE LATEST JOINED OR MATCHED IN A MANNER SATISFACTORY TO THE 28. CONTRACTOR SHALL KEEP VEHICLES AND EQUIPMENT WITHIN EDITION OF THE MUTCD AND THE CITY OF TWIN FALLS OWNER AND JURISDICTIONAL AGENCY INCLUDING NECESSARY GRADING LIMITS AND SHALL PRESERVE EXISTING VEGETATION SAW CUTTING, REMOVAL, REPLACEMENT AND CAPPING. STANDARDS PRIOR TO ALLOWING ANY PUBLIC TRAFFIC ONTO OUTSIDE OF GRADING LIMITS TO THE CONDITION THAT EXISTED THE STREETS. PRIOR TO CONSTRUCTION. 7 UNDERGROUND UTILITY LOCATION AND VERIFICATION SHALL 20. CONSTRUCTION TRAFFIC CONTROL AND SURFACE REPAIR (n ..0 SHALL BE AN ONGOING PROCESS. WHERE CONFLICTING SHALL BE AN ONGOING PROCESS, REFER TO THE PROJECT 29. WATER FOR PROJECT WORK, INCLUDING TESTING, DUST J p UTILITIES MAY BE PRESENT, THE CONTRACTOR SHALL NOTIFY CONTROL, ETC., MAY BE OBTAINED AT FIRE HYDRANTS ON J ENGINEER OF ANY POTENTIAL CONFLICTS. MANUAL AND PLANS FOR REQUIREMENTS. MAINTAIN VEHICULAR TOP OF CANYON SPRINGS AT LOCATIONS DESIGNATED BY Q Q J) a ACCESS TO ALL EXISTING PUBLIC AND PRIVATE ROADS, OWNER. CONTRACTOR SHALL RECORD THE VOLUME OF WATER C)LL W PROPERTIES AND BUSINESSES DURING CONSTRUCTION. I- COORDINATE WITH ALL AFFECTED PROPERTY OWNERS AND TAKEN FROM THE FILL STATION. OWNER WILL PROVIDE A w 8. CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH REASONABLE AMOUNT OF WATER AT NO COST TO THE a Z O ALL APPLICABLE SAFETY LAWS OF ANY JURISDICTIONAL BODY. JURISDICTIONAL AGENCIES, AND MINIMIZE DISRUPTION TO CONTRACTOR. CONTRACTOR MAY SECURE AN ALTERNATE y ACCESS AND OPERATIONS. WATER SOURCE, IF DESIRED. CONTRACTOR RESPONSIBLE FOR Q LL COORDINATING PERMITTING, AND PAYING ALTERNATE WATER LL W 0 9. THE CONTRACTOR SHALL NOTIFY THE APPROPRIATE AGENCY 21. CONSTRUCTION SURVEY STAKING SHALL BE PROVIDED BY THE SOURCE. Q Q W WHEN MATERIALS ARE ON SITE AND INSPECTION OF THE CONTRACTOR. ADDITIONAL STAKING OR ANY RE-STAKING FOR C) WORK IS REQUIRED. NO WORK MAY BEGIN ON PORTIONS OF CONSTRUCTION RESULTING FROM DESTRUCTION OF STAKES OR CO ~ THE PROJECT WITHOUT (24) TWENTY-FOUR HOUR PRIOR MARKINGS AS A RESULT OF ACTIONS BY THE CONTRACTOR, 30. CONTRACTOR SHALL COMPLY WITH ALL PERTINENT FEDERAL, U NOTICE OR WHEN TEST RESULTS CAN BE OBTAINED. HIS SUBCONTRACTORS, HIS EMPLOYEES, OR BY ACTS OF STATE AND LOCAL AGENCIES WHICH HAVE JURISDICTION OVER VANDALISM, SHALL BE PAID FOR BY THE CONTRACTOR. DUST FOR THE CONTROL PROCEDURES AND ADDITIVES USED IN DUST ABATEMENT. THE CONTRACTOR SHALL PREPARE AND 10. WORK SUBJECT TO APPROVAL BY ANY GOVERNMENTAL MAINTAIN A DUST CONTROL PLAN. € AGENCY MUST BE APPROVED PRIOR TO (A) BACKFILLING 22. RECORD DRAWINGS: CONTRACTOR WILL BE REQUIRED TO 31. ALL ASPHALT OUTSIDE OF PROJECT LIMITS DAMAGED OR TRENCHES FOR PIPE; (B) PLACING OF AGGREGATE BASE; (C) SUBMIT RECORD DRAWINGS PRIOR TO SUBSTANTIAL REMOVED DURING CONSTRUCTION SHALL BE REPAIRED LL PLACING OF CONCRETE; (D) PLACING OF ASPHALT PAVING. COMPLETION. THE CONTRACTOR SHALL KEEP ON SITE AT ALL AND/OR REPLACED TO PRE-PROJECT OR BETTER CONDITION. TIMES A COPY OF THE APPROVED CONSTRUCTION PLANS, ON • WHICH IS RECORDED THE ACTUAL LOCATION OF ALL UTILITIES • x 11. ALL WORK SHALL BE CONFINED TO THE PUBLIC CONSTRUCTED AND OTHER UTILITIES ENCOUNTERED. AT 32. CONTRACTOR SHALL SECURE APPROVAL FROM THE OWNERS RIGHTS-OF-WAYS AND EASEMENTS SHOWN ON THE PLANS. COMPLETION OF WORK, THE SET OF PRINTS SHALL BE REPRESENTATIVE PRIOR TO (A) BACKFILLING OVER ANY FILE: 60-20-088_-BR_G-002 21 CONTRACTOR IS RESPONSIBLE FOR SECURING CONSTRUCTION SUBMITTED TO THE ENGINEER FOR REVIEW. THE CONTRACTOR UTILITIES OR TRENCHES; (B) PLACING OF AGGREGATE BASE; JUBPRa.o:so-20-oea 8 STAGING AREAS AND OTHER TEMPORARY CONSTRUCTION SHALL CORRECT, AMPLIFY AND DO ALL OTHER WORK AS K�`N�5 below.(C) PLACING OF CONCRETE; AND (D) PLACING OF ASPHALT DRAWN BY:JCC ^- EASEMENTS THAT MAY BE REQUIRED TO CONSTRUCT THE REQUIRED BY THE ENGINEER TO COMPLETE THE AS-BUILT �llbefore you dig. DESIGN BY: ALS o PROJECT. PAVING. WORK DONE WITHOUT SUCH APPROVAL DOES NOT RECORD IN A MANNER SATISFACTORY TO THE ENGINEER. CHECKED BY cIw: RELIEVE THE CONTRACTOR FROM THE RESPONSIBILITY OF CALL 2 BUSINESS DAYS IN ADVANCE BEFORE i ONE INCH PERFORMING THE WORK IN ACCORDANCE WITH THE PLANS AT FULL SIZE,IF NOT ONE AND CONTRACTOR DOCUMENTS AND AGENCY REQUIREMENTS. YOU DIG,GRADE,OR EXCAVATE FOR THE " 23. CONTRACTOR'S HOURS OF OPERATION SHALL BE MARKING OF UNDERGROUND MEMBER LAST UPDATED:8/21/2023 " MONDAY-FRIDAY 8 AM TO 6 PM, NO WORK IS ALLOWED ON UTILITIES SHEET 2 SATURDAY OR SUNDAY OR NATIONAL HOLIDAYS EXCEPT FOR oINSPECTION AND MAINTENANCE OF EROSION AND SEDIMENT TITLE -_ CONTROL BMP'S. G-OO2 ao SHEET NUMBERING J-U-B ENGINEERS,INC. SAMPLE: C-101 V N DISCIPLINE DESIGNATOR Z c LINE LEGEND SHEET TYPE DESIGNATOR ( Q cM v SHEET SEQUENCE NUMBER00 wY O a) E w La !�?0 n .6 LINE PROPOSED EXISTING LINE PROPOSED EXISTING Z a) vi N 3 DESCRIPTION LINE LINE DESCRIPTION LINE LINE Z (n10 POWER/COMMUNICATIONS BOUNDARY w _ w o DISCIPLINE DESIGNATORS m a OVERHEAD POWER OHP OHP PROPERTY LINE P/L P/L DISCIPLINE DESIGNATOR DESCRIPTION T ~ UNDERGROUND POWER UP ----UP---- PROPERTY LINE - - - - G ALL GENERAL a GENERAL GI GENERAL INFORMATION OVERHEAD TELEPHONE OHT ---- OHT---- RIGHT OF WAY R/w R/w GC GENERAL CONTRACTUAL �S\ONAL 4, UNDERGROUND TELEPHONE UT ----UT---- TEMPORARY EASEMENT T/E T/E GR GENERAL RESOURCE ENS 'y m FIBER OPTIC F/0 ----F/O---- PERMANENT EASEMENT P/E P/E SURVEY/MAPPING V ALL SURVEY a 19484 9 GEOTECHNICAL B ALL GEOTECHNICAL CABLE TELEVISION CTv ---- CTV---- TOWNSHIP AND RANGE - - CIVIL C ALL CIVIL c4FTF OF SEA JP UNDERGROUND POWER, ---P,T.CTV---- SECTION LINE LANDSCAPE L ALL LANDSCAPE TEL, CABLE N QUARTER SECTION LINE STRUCTURAL S ALL STRUCTURAL UNDERGROUND POWER, ---P,T,CTV,G--- ARCHITECTURAL A ALL ARCHITECTURE TEL, CABLE TV, GAS 1 16 SECTION LINE --------- / EQUIPMENT Q ALL EQUIPMENT STORM DRAIN MECHANICAL M ALL MECHANICAL "z o STATE LINE ,ww�� STORM DRAIN (GENERAL) SD ----so--- COUNTY LINE ELECTRICAL E ALL ELECTRICAL 'oow- m �QV�O PLUMBING P ALL PLUMBING oyw STORM DRAIN x"sD ----x'sD---- okm" SITE PROCESS D ALL PROCESS i<3.:5 ROOF DRAIN RD ----Ro---- FENCE x x---- RESOURCE R ALL RESOURCE �a�o�g 10 SANITARY SEWER SANITARY SEWER (GENERAL) SS ----ss---- MAJOR CONTOUR 2521ooFz ¢ Q SANITARY SEWER x"SS ----x"ss---- MINOR CONTOUR -------- <oiKo w GRADE BREAK GB SHEET TYPE DESIGNATORS �3� �w w o' SANITARY SEWER SERVICE —ss—sS— ----ss----ss---- DESIGNATOR SHEET TYPE SEWER FORCE MAIN FM ____FM-__- TOP OF BANK Tog 0 GENERAL (SYMBOLS, LEGENDS, NOTES, ETC.) o yomwa TOE OF SLOPE TOE 1 PLANS (HORIZONTAL VIEWS) 'oz'.00. zo, o WATER CUT LIMITS 2 ELEVATIONS, PROFILES, COMBINED PLAN & PROFILES — — — — — o WATER (GENERAL) W ----w---- 3 SECTIONS (SECTIONAL VIEWS) FILL LIMITS WATER (SPECIFIED SIZE) X"W ---- x"w-- 4 LARGE-SCALE VIEWS (PLANS, ELEVATIONS, ECT.) WATER SERVICE —WS—Ws— ----ws----ws---- DITCH 5 DETAILS OR COMBINED DETAILS AND SECTIONS STORM SWALE 6 SCHEDULES AND DIAGRAMS (n IRRIGATION J 7 USER DEFINED EDGE OF WATER H IRRIGATION IRR ---- IRR ---- 8 USER DEFINED w a CIRR---- HIGH WATER 9 3D REPRESENTATIONS (ISOMETRICS, PERSPECTIVES, PHOTOS) 0 W GRAVITY IRRIGATION GIRR ---- 0 WETLAND WET J Z PRESSURE IRRIGATION PIRR ----PIRR---- <J WETLAND BOG Booco POTABLE WATER PW ----Pw---- ¢ w o WETLAND MARSH MRSH SECTION AND DETAIL IDENTIFIERS z w NON-POTABLE WATER NPW ----NPw---- Z WETLAND SWAMP swMP Q w N GAS L w NATURAL GAS G ----c --- ROADWAY A DASH MAY BE PLACED IN THE LOWER PORTION Q O OF THE IDENTIFIER IF THE DETAIL DRAWING OR °6 0 NATURAL GAS SERVICE —G—G— ---G ----G---- ROAD SHOULDER SECTION VIEW IS LOCATED ON THE SAME SHEET. m 0 $ HIGH PRESSURE GAS HPG ---- HPG---- ROAD CENTERLINE — () Lu LIQUID GAS LG ----Lc---- ROAD ASPHALT E- SECTION IDENTIFICATION DETAIL IDENTIFICATION J U w UTILITY ROAD GRAVEL ----Ec---- SECTION LETTER DETAIL NUMBER Z CHLORINE LINE CHL ----CHL---- TOP BACK OF CURB ~ J F_ 51 INDUSTRIAL WASTE WATER IWW ----iwW ---- LIP OF GUTTER i L J -501 DRAIN LINE ---- DL ---- LANDSCAPING LIMITS Ls s---- U SHEET NUMBER WHERE 501 SHEET NUMBER WHERE DETAIL DRAWING IS DETAIL DRAWING IS LOCATED LOCATED AU FILE: 60-20-088_BR_G-003 ,¢ JOB PROJ.0:60-20=088 SECTION LETTER DETAIL NUMBER DRAWN BY:JCC m DESIGN BY: ALS c o w CHECKED BY NE NCH m SECTION DETAIL a j Q ATFULL SIZE,IF NOT ONE J SCALE: SCALE: HCHLAST UPDATED:B/21/2023 S SHEET 3 6 TITLE G-003 a c SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED SYMBOL EXISTING PROPOSED DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL DESCRIPTION SYMBOL SYMBOL CJ-U B� SURVEY UTILITIES FITTINGS ROADWAY(CONT.) f J-U-B ENGINEERS,INC. CAP (ALUMINUM) MANHOLE (GENERIC) O 0 BEND (11.25') I TYPE 2 BARRICADE • • V a) CAP (BRASS) AREGRADE CLEAN OUT O O ( ) ecc Rcc BEND 22.5' US ROUTE 287 — M v co ® TRAFFIC ATTENUATOR 0 cc Y 000 N E CHISELED X THRUST BLOCK BEND (45') 0 W m R WCL OD n CTRL PT GENERIC VAULT o o BEND (90') T� JERSEY BARRIER E� Z a 0 3 SI N ?i 01/2"PIN (t z CTRL PT Y2" REBAR CONTROL PT COMMUNICATION CAP F w = o > C t CTRL PT %" REBAR �° 5/8"PIN TELE. MANHOLE TD COUPLING $$ $$ m a CONTROL PT CTRL PT 60D NAIL ®soD TELE. PEDASTAL O (D CROSS N CTRL PT HUB & TACK ®HT TELE. POLE + REDUCER (CONCENTRIC) 4 I� ABBREVIATIONS R/W RIGHT-OF-WAY SS\ONAL 4, CTRL PT P SWCT SAWCUT K NAIL APK TV PEDASTAL pp REDUCER (ECCENTRIC) a ` ° F� GENSg / o � m ASPH ASPHALT S SLOPE CTRL PT TEMP BENCH MARK ®TBN GUY WIRE TEE a 9 ASSY ASSEMBLY 19484 SPEC SPECIFICATION NAIL ® O DOMESTIC WATER TRUE UNION > ANGLE OyTgrF of OP�F°j ® AT (MEASUREMENTS) STA STATION F4SEA SPA N/r STD STANDARD NAIL AND TAG ® FIRE HYDRANT A WYE BLDG BUILDING STL STEEL PK BM BENCH MARK NAIL (PK) ® SPIGOT 6 6 VALVES ST STL STAINLESS STEEL BOLT • YARD HYDRANT Q ♦ AIR VALVE A A BSC BITUMINOUS SURFACE COURSE °< w 0 BSW BACK OF SIDEWALK TBC TOP BACK OF CURB DRILL STEEL o WATER MANHOLE w TYP TYPICAL �Qaw O BLOW OFF ® BW BOTH WAYS TFC TOP FACE OF CONCRETE a"Nw RW. C CHANNEL (STRUCTURAL) oom> REBAR (Y2") 0 • WATER METER ® 0 COMBO VALVE A © C/L CENTER LINE TOR TOP OF RAMP 0,6zw m W/ WITH 2 k m" �'_- REBAR o • w W CMP CORRUGATED METAL PIPE W/o WITHOUT �����w z ( ) WATER VALVE D� N BALL VALVE (N.C.) ]�C CO CLEANOUT 9?°omp 0 W/REQ'D WHERE REQUIIRED STAINLESS STEEL ROD ® ELECTRIC BALL VALVE (N.O.) XIAC 1-6C CONIC CONCRETE oo.m�5Q o »oLLh.o- 0 CONT CONTINUOUS IRON PIPE o ELEC. MANHOLE O0 BUTTERFLY VALVE N N °oN0o K J=jwF U CPLG COUPLING <oiC'o w RAILROAD SPIKE 0 ELEC. METER ® CHECK VALVE I/I VI za ❑ E CU FT CUBIC FEET <w33� CU YD CUBIC YARD R/W MONUMENT Qo ELEC. TRANS. ❑E ❑E CHECK VALVE (FLANGE) V O N DEG OR DEGREE STONE ® JUNCTION BOX ❑ ❑� CHECK VALVE (MJ) Q DET DETAIL DIA OR 0 DIAMETER zz s POWER POLE $ f GATE VALVE Da DJ DIP DUCTILE IRON PIPE o SECTION CORNER. MON. zi 16 POWER STUB OO OE PLUG VALVE (N.C.) DST DISTRIBUTION DWG DRAWING SECTION QUARTER MON. 22— STREET LIGHT �}E PLUG VALVE (N.O.) EA EACH ELB ELBOW SITE TRAFFIC SIGNAL POLE ® ROAD MARKINGS ELEV ELEVATION F BOLLARD ® ® IRRIGATION EW EACH WAY w TURN ARROW EXIST EXISTING L7 rD w BOULDER 0 ® IRRIGATION VALVELu = ARROW STRAIGHT FG FINISH GRADE p J a DRINKING FOUNTAIN OF DF IRRIGATION VALVE BOX O 0 �J FH FIRE HYDRANT Q Q Z / LL FLG FLANGE � O o FLAGPOLE O OF SPRINKLER m A ARROW STRAIGHT/TURN OR FEET z Q GATE NATURAL GAS t GV GATE VALVE BICYCLE ROUTE `_ HORIZ HORIZONTAL L~L m I MAIL BOX OO GAS METER ® 0 0�0 ID INSIDE DIAMETER PARKING METER P� GAS VALVE p4 N CAR IN OR NCH O06 LB OR # POUND m !z: CJ g POST 0 • SANITARY SEWER LF LINEAL FEET U o HANDICAP SYMBOL co LN LINEAL SIGN T CLEANOUT O O ROADWAY MAX MAXIMUM SPOT ELEVATION 0 SEWER STUB O OO MIN MINIMUM TREE (SHRUB) Q SS MANHOLE • INTERSTATE ROUTE zs NO OR # NUMBER a PE POLYETHYLENE STORM DRAIN ' PL PLATE TREE (STUMP) MAST ARM Y TREE CONIFEROUS CATCH BASIN ® ® PL PROPERTY LINE (CONIFEROUS) PVC POLYVINYL-CHLORIDE PEDESTRIAN SIGNAL FILE: 60-20-088_BR_G-004 0 DRY WELL ow ® R RADIUS JUB DRAWN J0-2o-oea zw TREE (DECIDUOUS) RP RADIUS POINT DESDRAWN BY:ACC LS o FLARE END STATE ROUTE is I CHECKED BY GN BY: A CKJ R&R REMOVE & REPLACE ONE INCH �? TEST HOLE GREASE TRAP ® O TH ® O REM REMOVE ATI FULL SIZE,IF NOT ONE 0 TRAFFIC LIGHT REQ'D REQUIRED AST UPDATED:e/21/2023 WELL Ow SD MANHOLE REV REVISION SHEET 4 o WELL (MONITORING) ❑M ® TITLE �_00 o �F \ -EPA f \ D/ J-U-B ENGINEERS,INC. \ \ N BOAT RAMP ROAD `\ o so 10o U eP\ +00 - 3--- z > M v 1\ -- _--- 102 103t50 -- SNAKE SCALE IN FEET � Q 00 N �\ 200 ° 100+00 1 L2- Cl L3-C2 _L4 - �3=--= _ RIVER W co 00 d _ \� \BOAT RAMP ROAD L Z a> co2(6 N 3 \FA STA: 100+00.00 _,RR z ca c� c N: 438281.808 e--- 204 w - o E: 1633451.534 BEGIN CONSTRUCTION > a BOAT RAMP ROAD BOAT RAMP ROAD m 3 STA: 100+22.85 STA: 103+50.00 T ~ N: 438304.356 BOAT RAMP N: 438629.486 a E: 1633447.839 ROAD E: 1633424.923 END CONSTRUCTION BOAT RAMP ROAD oNAL STA: 103+16.82 ����CENSF --EP // / N: 438596.306 p //�\ E: 1633425.300 19484 rf 205- ; o�FC of oPp�`A \ 300 A SEA \ I OD \Cj \ \d3� 201 203 209° �v v >:z<.xr 8 \ m'Sz 3� w N 3' O o d �a0=�° w 0 w30 s®` �W'=r Q O NwmNw�-wfr Of. soo / =�o � 'wo 0 : I ` zrc u, z w: 1 � \-301 / / / oe Q / \ 6 wo ----- -J _ Z Q 202 0 > LL z 0 / / \\ p N SURVEY CONTROL Q LL 0 POINT# NORTHING EASTING ELEVATION DESCRIPTION Q z 0 200 437614.98 1633473.79 3508.71 COP CPT m } ALIGNMENT 201 438038.68 1633721.99 3467.94 COP CPT U > LINE TABLE 202 438104.03 1633991.51 3457.74 P5 CPT BASIS OF SURVEY LINE LENGTH DIRECTION 203 438359.42 1633731.31 3445.99 COP CPT 204 438219.62 1633497.00 3423.34 COP CPT a HORIZONTAL DATUM IS NAD 83 (NSRS2007), MODIFIED IDAHO STATE L1 100.00' N9°18'21"W PLANE COORDINATE SYSTEM (CENTRAL ZONE 1102). ANY BEARINGS L2 84.25' N7°41'53"W 205 437967.07 1633588.75 3435.80 P5 CPT s SHOWN ARE AT GRID AZIMUTH. ANY DISTANCES SHOWN REPRESENT 206 437649.11 1633298.78 3459.94 P5 CPT GROUND DISTANCES. L3 1.58' N728'16"E - 207 437648.27 1633105.17 3456.80 P5 CPT a21 MODIFIED IDAHO STATE PLANE COORDINATES, REPRESENTING GROUND L4 82.88' NO°39'00"W FILE: so-2o-088_BB_V-tot 8-, DISTANCES, WERE CALCULATED BY USING A COMBINED FACTOR OF 208 437832.52 1632877.85 3447.98 COP CPT JUB :SP20-088 zw 1.0002124577 DERIVED AT THE CENTER OF TOWNSHIP 10 SOUTH, DRAWN BY:V:ACC 209 437744.11 1633718.25 3520.22 P5 CPT DESIGN BY: ALS a RANGE 17 EAST, BOISE MERIDIAN, COUNTY OF TWIN FALLS, STATE OF CHECKED BY: CKJ E. IDAHO. A FACTOR OF 100,000 UNITS IS ADDED TO ALL PROJECT DATUM ALIGNMENT CURVE TABLE ONE INCH 210 437783.44 1634524.83 3565.72 COP CPT AT FULLSIZE,IF NOT ONE COORDINATES TO DIFFERENTIATE BETWEEN MODIFIED IDAHO STATE PLANE GROUND COORDINATES AND IDAHO STATE PLANE COORDINATES AT GRID. CURVE# LENGTH RADIUS TANGENT DELTA CHORD DIRECTION CHORD LENGTH 211 437680.85 1634081.22 3553.53 COP CPT LAST UPDATED:9/18/2023 VERTICAL DATUM IS NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88). Cl 52.95' 200.00' 26.63' 15°10'09" NO°06'49"W 52.80' 300 437915.61 1633645.69 3475.18 CPS SHEET 5 o C2 28.35' 200.00' 14.20' 8°07'16" N3°24'38"E 28.32' 301 438059.80 1633848.18 3464.18 CPS TITLE V-1 O 1 ao BOAT RAMP ROAD CJ- J-U-B ENGINEERS,INC. PAVEMENT WIDTH VARIES 15' to 23' U � VARIES 7.00' TO 12.00' VARIES 8.00' TO 11.00' Z aa) o > M v Y O 00 N E PROFILE W tC 0 n GRADE �ZR a).'.' fA cm V — VARIES VARIES ---_---� Z g fA Li c o o p o d o 'o Oo Oo Oo o O'o 0 o d o 0 0 0 / oa O ao0 a O doh a a O a -a O ao0� O �O� O:� C ��O O��O� O O� O:� O O �O— O:- / o�oo�000�oo�oo�oo�oo�oo�oo�000�oo�oo�o:o�oo�oo oo�oo�o:o�oo�oo�oo�000�oo�oo�o:o�oopo / .p0o oO:o. o0o oopo 0000000 000.00p° oQ oo 00000000 000.000c�;. oO:oo 0 0.00000 000.0000 000.oopo opq o00 opo op0.oopo op:. r / O o° N / / // APPROXIMATELY 3.75" — ASPHALT SURFACE 9\ONAL fN APPROXIMATELY 0.5' — FILL MATERIAL o��5 oENS fo014- a 19484 A CT NTgTf OF \V1 Co yF�SEA EXISTING TYPICAL SECTION - STA. 100+22.85 TO STA. 103+16.82 SCALE:N.T.S. amy�+ o a w / Ch�VO a BOAT RAMP ROAD oFN<rc a W-BEAM z°m' 'm VEHICULAR i/ oyw GUARDRAIL JOa PAVEMENT REHABILITATION VARIES 19.00' TO 20.00' / �,0zkm VARIES 10.00' TO 9.50' VARIES 10.00' TO 9.50' ��34 oo; mrc o SEE ROADWAY PLANS SEE ROADWAY PLANS i ogNl. m VARIES 0.00' o EXISTING EDGE TO 3.00' PROFILE OF PAVEMENT--! AVEMENT o a GRADE 1.00' SAWCUT LINE 2.0% 2.0% MPS EEEMI - - - - =�wwa77 —_—_—_ O7 'oz10. zEXISTING oo - - - N 5.5" - Y2" SUPERPAVE HMA SP-3GROUND —-—-- - 15" - 3/4" CRUSHED AGGREGATE FOR BASE TYPE 1- - - - - 8" DEEP MIN. RECYCLED ASPHALT - - o BASE STABILIZATION, FULL WIDTH SUBGRADE SEPARATION 8.00' OF EXISTING ROADWAY GEOTEXTILE (TYPE II) CEMENT TREATED BASE 2" — 3/4" CRUSHED / AGGREGATE FOR BASE TYPE 1 TYPICAL SECTION -STA. 100+22.85 TO STA. 103+16.82 � w ^ w SCALE:N.T.S. J � J U 0 ILL O_ LL c a z W Q () < ~ Q LL ILL U 0 Q O O m _ 4 U U O a U FILE: 60-20-088_BR_C-101 m U F JUB PROJ.p:60-20-088 DRAWN BY:JCC Q Q DESIGN BY: ALS CHECKED BY CKJ ro ONE INCH j AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/18/2023 a$ SHEET 6 o� TITLE a C_101 c DEMOLITION KEYED NOTES /� 201.4.1.E.1 REMOVAL OF 1.5" WATER LINE \�� 289 LF STA: 100+25.52, 10.55' L TO STA: 103+12.60, 11.96' L J-U-B ENGINEERS,INC. 201.4.1.E.3 REMOVAL OF 2" PRESSURE IRRIGATION LINE 78 LF STA: 100+22.85, 15.30' R TO STA: 100+93.53, 14.18' R z C N O 219 LF STA: 100+98.53, 14.18' R TO STA: 103+16.82, 10.68' R (n Q M 201.4.1.F.1 REMOVAL OF IRRIGATION VALVE AND BOX W 00 n R 1 EA STA: 100+98.53, 14.18' R Z 00 d U) N 3 (') CD SP-1003 RECYCLED ASPHALT BASE STABILIZATION (RABS) z c5 cqc w C 0 350 Sy STA: 100+22.85, 0.00' TO STA:103+16.82, 0.00' CO •� d LEGEND T ~ � N RECYCLED ASPHALT BASE STABILIZATION (RABS) S\ONAL fry ¢05�GENS f0014- NOTE Jll 19484 / /, 1. RETAIN AND PROTECT ALL MONUMENTS. Nrq 0, rf0 \ap�5 EA FPS JP!� t�_ v 1A Ai \tI�AA\� %%v l� I1�/[ Z V A � � � vvvVvvv��'ti� ✓l i'L I I % /// � � 11� vA VA I-'�- l < l\ In lz /v / ----- Vv�iAl(\��� //-v j II l� I// // A - aww�R a =-- _ - ---�-� ✓ = --�� wvA� 11L��. =�i �� �/ l�/11/�j��� 1 /' �v om m - _ -vim =A�-- /���-_— 1l / -/ �—�/ / l( / A k v �azgo II / l_ - -_-"-- -_ - v� — 1 — / old vv���vv Ai9 / --/ //� /y�Jl/) 1 A �VAA '--_ - -'_--v� � � /J��l / ��.� / ////" / V �1\ ° a 201.4.1.E.1o�yazo > z o o�ma� - \\ / `\ \\ \\ \ ✓ - - - .ice / \ � WATER\ 1.5 _mow- - �xoLo v 102+00 vv v =� 103+00 \ \\ 103+50 \I i �IN O°2 +00R113 r 00+00 �i - - - - �201.4.1.E.3 1 — 201.4. IR zz IRK - — / - / I1 lv��� v �( 201.4.1.E.3 - -- -' - ,� i A 1l I SEX. ROCK OUT - J \ > !�\\\ ` \\\ \ \ \ / \ ° CROPPING 1 _--= / v v�l - _(TO REMAIN) - _/ / - `�-`� / ` \\\�\\ \�\\ �`_\��� ����-.���---'7 � ./// Ill N�i,l f - J 0LL ZO Occ I -- r,- - / /I / /// ✓ l ,/ ,i - ✓1 Q ~ g� o 0 m m _ 4 U U O a U FILE: 60-20-088_SIR_XD-101 m U F J p: - DRAWN BY:JCC DESIGN BY: ALS $p CHECKED BY: CKJ a ONE INCH ro j AT FULL SIZE,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/19/2023 0 20 40 SHEET 7 SCALE IN FEET TITLE X D-101 a c KEYED NOTES �i �%% WATER MAIN PIPE - 1.5" PVC J-O-B ENGINEERS,INC. 297 LF STA: 100+25.52, 10.55' L TO STA: 103+12.60, 11.96' L 2" DIA. PRESSURE IRRIGATION MAIN, TYPE PVC 3Z_ c v/� r"�✓: � -A�_�A AJ-ti!1 AVA\ l 1 /// / / / %/ l I�A�=i-i/ A��� 78 LF STA: 100+22.84, 15.28' R TO STA: 101+00.25, 13.25' R i--- _STA: 102+79.40, 10.00' L� �Q� \-� ill //i /i / \ i ��_ =/� 5 I A 1 /-' / V ll�AAV- 216 LF STA: 101+OQ25, 13.25' R TO STA: 103+16.82, 10.68' R Q 00 vice rr� \VI �v �_�'� �!% yv 2" DIA. PRESSURE IRRIGATION VALVE - GATE W Y c� C6 o _-_--BEGIN PAVEMENT TRANSITION y „\p0\, _ v V // ��- 902.4.1.A.1 �p r� c - v vv� vv� v �j�II VALVE AND FIBERGLASS VALVE BOX W - vv__�� __ _ STA: 102+60.00, 9.50' L �` v ����i<1��� �� ii-/ � / ) STA: 103+12.60, 11.96' L v Z �= >� / '�1 ��� `v � �� �/ ;� V��wA- -��� /.CONNECT TO EXISTING WATERLINE 1 EA STA: 101+00.25, 13.25' R � U) o END PAVEMENT TRANSITION �I v� v� �- �� I/'%'v _ a 3 o v- �� j/ v_-�� /f /r�l/� I . v yamv v SP-2055.1 W-BEAM GUARDRAIL Z L �� u 3 I �� j1v� -vy- -� -- _ _ ���_�i-_ STA: 102+30.00, 9.50' L v _ ��� f SP-2055�5 rf`��/�/ LL STA: 103+16.76, 15.29' L v_ W c vy`vvv�/ - /t�``�` v�� �v� ��� v_ � �_, v , v_ i� END W-BEAM GUARDRAIL V �v 296 LF STA: 100+22.85, 14.00' L To STA: 103+16.76, 15.29' L\v A \i I - ti ' 'BEGIN PAVEMENT TRANSITION- v �_ STA: 102+20.00, 10.00' L' /-� v v m � 3 a ���j////��--VAvwit\VA >1�A STA: 100+60.35, 10.00' L-� v- -- -may _ _�/��� A� r l END PAVEMENT TRANSIT SP-2055.3 GUARDRAIL ANCHOR 401.4.1.A.1 ___��- -=���; _ ;� �, � � V STA: 103+16.88, 11.29' L 1 EA STA: 100+22.85, 14.00' L c\I STA: 100+25.52, 10.55' L �,��V` SP-2055.3 -o- i� SP-2055.1 '- �� - _-_ -� �/ ` 1 5 WATER _� W_ �5 GUARDRAIL TERMINAL, FLARED - ftv A _ _ _ v/mot / --= w-=-- "da--- 5 /CONNECT TO EXISTING WATERLINE \ ,� \\ \ _ - \- _ --=�3�----\d3 GNaL / �G 18 EA STA: 103+16.76, 15.29' L e� Fry STA: 100+22.85, 14.00' L \ \ __ ---=-o. _ x 102+00 \ \ \I o o --- t- v0 BEGIN W-BEAM GUARDRAIL v _ s o 103+50 19484 v I � STA: 100+22.85, 10.00' L _d3_- -d3- 101+00 0 �MP OAD da IL3___I_-d3_�-_- -L -_ < -- o gOAIG�AT�O -d3- �-W� -w,- "� FlSE JP� �- ��- �, n ��- - 901.4 � _� �� CONSTRUCTION-:: -- --- vv � �00+00 � v ` END CO TRU y,BEGIN PAVEMENT TRANSITION_ 3+1_ - ` STA: 102+20.00, STA 10 6 8 Q= N: 438596.306 9024.1.A1 _yyEND�PAVEMENT TRANSITION - ��w �vv �V�� -� v \E 1633425.300 lz �_ __ _ r,�i�_ A\l A 1\ - _ v �/l STA: 102+37.20, 9.50' R ROCK OUT CROPPING (TO REMAIN) BEGIN PAVEMENT TRANSITION IVAtl��� Zi�v`w`��vA�y vv� STA: 103+16.76, 10.00' R- A�IAVI�t/� a�azmw �-� \\�� ��v l`��v Vv vvAA\ VA/! III oyw- -- BEGIN CONSTRUCTION 401.4.1.A.1 /, - - _---- - - \ \\1 `\ \ \\ / / -/ STA: 102+59.42, 9.510 R` \\\\ ` \\\ \ �\ \\ II1\\IIII III/ ii-i - `- 901.4.1.A.1 i + - / - /-_\ - - "' i, Y L1 \.\`\` \ \\\\\\\\\ STA: 103+16.82, 10.68' R a3 'w STA: 100 22.85 I\ / - (" - _, _r \ _ \\ \'-_ 1 4111L�-_ iN-� z STA: 100+35.89, 11.95, R� - - t ,/ r j \\END PAVEMENT TRANSITION `� _ -`\` CONNECT TO EXISTING PRESSURE 4��oomJ o N: 438304.356 /11�� �� /��1u��S ����_-� END PAVEMENT TRANSITION �� /(� /ij IRRIGATION LINE ogyazo m i w \\STA: 102+93.38, 10.00' R pzu -> z -- STA: 100+22.85, 15.30 R STA: 100+71.56, 10.00' R- i ` / _ N o,b v= w E. 1633447.839 - �- � I CONNECT TO EXISTING PRESSURE`_ IRRIGATION LINE - - - j - ��¢=z� Q BEGIN PAVEMENT TRANSITION / / Fo33t m / STA: 100+22.84, 14.78, R I ��� ��� � � �l / ✓l/ \ M o z (( \ /� /' ��� / wwa z.°, o z 3430 3430 3 c _ LOW PT STA: 101+75.00 LOW PT ELEV: 3404.50 m m' 3425 PVI STA: 101+25.00 3425 PVI ELEV: 3406.50 _ o m _ K:21.08 _ - ... .. ... _ _ _ 100.00 _ - ... .. ... _ o 3420 0+M o o 0 3420 w _ o _ o oq _ o In HP STA: 102+20.00 W w ^ ^o HP ELEV: 3402.700 J 8.09> + + PVI STA: 102+50 00 Q Q W 0 w oo o PVI ELEV: 3401.50 O LL_ J O 3415 EXISTING 7p p � K: 12.40 3415 Z_ O w _ GROUND 9 -- m (ii W _ LVC: 60.00 - - ?j d¢ \8�4gm _ _ w _ _ oo _ __ oIn _ _ Q o6 CE CONNECT TO FINISH GRADE AT o� o� ILL z 3410 EXISTING WATERLINE CENTERLINE oN o DO� 3410 O <Q _ _ _o NM _ N" _ _ Q� am CONNECT TO EXISTING 337 _ _ -Ld _ -L _ _ m H 4 PRESSURE IRRIGATION _ _ _ J j _ _ _ j V 0 3405 �C wgIFRC�e4 �F 2» PVC lRRIGgTlO - _o z -4.00% m m __ w w Ln 3405 N NM € 3400 >w 3400 x z 3395 3395 c U FILE: 60-20-088_BR_C-201 JUG CONNECT TO EXISTING _ __ _ _ _ _ _ _ _ _ _ __ _ _ __ _ _ __ PRESSURE IRRIGATION DRAWN .:jCo60w2o-oea lw DRAWN BY:JCC mDESIGN BY: ALS 3390 3390 CHECKED BY CKJ ONE INCH a j CONNECT TO AT FULL SIZE,IF NOT ONE ,y EXISTING WATERLINE INCH SCALE ACCORDINGLY a w o LAST UPDATED:9/19/2023 0 20 40 SHEET 8 3385 3385 99+50 100+00 100+50 101+00 101+50 102+00 102+50 103+00 103+50 104+00 SCALE IN FEET TITLE C_201 a c -0-- ('J-U-B J-U-B ENGINEERS,INC. 12'-6"BETWEEN SPLICES 3'-1'/,,*. -6'-3"(NORMAL SPACING)_[_ 3-4/2" 6'-3"(NORMAL SPACING) 3'-IV2" 6'-3"(NORMAL SPACING), T- HEADWALL OR OTHER o A 4� > < cc 00 C'4 E 1--RWMIII �-R' 4'a A 4� B ILL! 0 c6 0 H LLJ Z Do ADJACENT TRAFFIC 12'-6"CRT POSTS 18'- OR 25'(SEE NOTE NO.16) IT-6"CRT POSTS 62.-6.. o2'-6"MIN.W-BEAM GUARDRAIL MIN.W-BEAM GUARDRAIL_ WIDE-FLANGE POST TIMBER POST cm 0 Lu L:, z z UL 31" W-BEAM GUARDRAIL w PDBOlb OR PDBOlb OR POLYETHYLENE 8 POLYETHYLENE PDBOIb OR PDBOlb OR POLY (OPTIONAL (OPTIONAL 2: 0) SEE NOTE Nl,lll POLY- ETHYLENE PDBOlb OR F..03 < FWC16. FWC16. �OLY�E E ETHY FWC16. < MFBB03 Am,�G A B*J C 4J 13 4-J A*j ISEE NOTE N'* ETHYLENE ,—FBBOl AND FB803 AND ..03 ND D FBB03 AND '.C.6� ..... W; —PWEOl PWEOI ;4 PWE I PWEGI —PWE-- OTO6"-�� FWC16a 31" LONG-SPAN APPLICATION TONAL SEE NOTE NOS.17 AND IS ENS R :-�—PWEOI R 10..1 OR..;FLATTER 0 1 OR iN OR"'A 10 i� (qT _R TT'�I OR FL;�� OR F"VTE: E PLE AN CU D GUTTER 19484 R NORM HINGE POINT STEO-SLOPE NON-BLOCKED CURB B OF \� APPLICAATIL ON APPLICATION APPLICATION APPLICATION APPLICATION APP MEDIA LN ICAAR RIER TION 8"8" 4SEA S � PDBOI. FBB04 AND RWM04o SEE NOTE NOS.3 AND 11 WIDE FLANGE POST APPLICATIONS FWC16. DE09 RWM141 F"04 AND F SO C. MIN.E.9 P 11 PDBOla —PDBOl PDBOI. �4 �24"0. cl AT'E FB804 AND OR TTER FL 1, FE B04 A111 F CIE. FBB04 AND 'B I.. F C�SDAND WC16. SHY -C PDE02 -LINE OFFSET AND DEFLECTION TABLE II PDE02Z DE902 OTHER'C T N 24" U TION _L P; L - F WORKING FLARE RATE TABLE WORKING HEADWALL 6- I — 0 TO 4" 0 TO POE APPLICATION S POST ORSOT E Wo WIDTH 2, PACING WIDTH OB TR C 1.Id 10 DESIGN SHY-LINE ARRIER FLARE RATE NORMAL SPACING 6'-3" 54 T,R _70--loR T [MPH) INSIDE AT OR BEYOND SPEED u '-LA 71- 1 PH) '('F'T)' F. ER 41" SH'Y LINE SHY LINE 0 DO ED SPACING 31"RS 80 12 30:1 15 STEEP SLOPE SECTION A-A SECTION B-B SECTION C-C 1 25' s 70 9 30:1 N WIDE-FLANGE OR TIMBER POST GRFIAITI� HINGE POINT EXAMPLE 6'-3" 56" CURB AND 78" GUTTER 60 a 2611 14:1 1.0.8 3: EDGE E I 'v- LONG SPAN 0 55 7 24:1 1211 50 6.5 21:1 11:1 NORMAL HINGE POINT CURB PLACEMENT DETAIL45 6 18:1 10:1 -0 -0 F....N..1GRE. R . APPLICATION APPLICAT ON APPLICATION SEE NOTE NOS.4 THROUGH 7 1 40 5 16:1 8:1 ORIGINk STORED ORAL ITD, 'ONAL > 30 4 1 13:1 *T IT, 0 TIMBER POST APPLICATIONS it SEE NOTE NOS.3 AND 11 KO�.�Y SCALES SHOWN IDA REVISIONS SCALES SHOWN IDAHO REVISIONS STANDARD DRAWING NO.1 DATE I BY NO. DATE STANDARD DRAWING O._I. REX­jNG.I DATE 1 Jft-K DATE :j—Y ARE OR -X I"' TRANSPORTATION ISTANDARD DRAWING NO BY ME FOR 11"X 17 NY!=0 PRINTS PRINTS ONLY TRANSPORTATION IoK SIV SPOFLTATIO14 13, RI ONLY oct=.' 6 21 D-9 I RDL I I o 3: CADO FILE­E: DEPARTMENT 31" W-BEAM GUARDRAIL 12-1 0 1 03-20 1 ROL I CADD FILE NAME: DEPARTMENT 31" W-BEAM GUARDRAIL RE 912-1-0420.d,n ORIGIN&SIGNED BY;KEVIN SABLAN 612-10420.— ORIGINAL SIGNED BY:KEVIN SABI. 'w-.1. DRAWING DATE: BOISE IDAHO SHEET 1 OF 5 DRAWING DATE; BOISE IDAHOSHEET 2 of 5 DESIGN/TRAFFIC SERVICES ENGINEER L Ame DESIGN/TRAFFIC SERVICES ENGINEER w.Oz JUNE 20017 UNE,2017 DO 0,ED ED w jOZKO 0 31"W-BEAM GUARDRAIL HARDWARE COMPONENTS TABLE WIDE-RANGE COMPONENT DESCRIPTION POST TIMBER POST "A 4-SPACE W-BEAM GUARDRAIL RWM040 RWM040 21/," WIDE-FLANGEGLARDRAIL POSTS PWEOI.PWE-- . F+D TIMBER GUARDRAIL POSTS PDE02 9 I-/S:: CRT TIMBER GUARDRAIL POST PDE09 V'� W-BEAM BLOCKOUT P PDBOIb OR '-3"NO (HALF)SPACING 16 POSTS (QUARTER)SPACING fill" 3'IV 3'-IV2" 3*-Il) OLYETHYLENE PDBOI. o NORMAL SPACING1 6 NORMAL SPACING 1 25 8 POSTS AT 3-16/2 25 TS AT I'-6Y4' 7: 1� %"GUARDRAIL SPLICE BOLT FBEIOI FBBOI 2 AND RECESSED NUT I DO - R/, RECESSED NUT PLAIN ROUND WASHER FWC16. m 16D GALVANIZED NAIL IN, U) .0 A 1;1 1: AM 55, E L�4&� -Y4 P'5' 0 —J 2/,"PO T 2%2"IIYB"SPLICE HOLE SLOT(TYPA BOLT SLOT(TYP.) + Y4 21/2 D SLOT < 4-SPACE W-BEAM GUARDRAIL 0 Q < LL RWM04o LU a_ 9 LU LL LL L�l i L" L., L.,l Lu L., LU L. Lu LIL: 1 L", 2% REDUCED POST SPACING LA LEG NO: OL S TS < < SEE NOTE NO.7 L Ir EXTRA POSTS. LL BOLT BLOCKOUT TO POST,BUT SECTION D-D DO NOT BOLT TO GUARDRAIL LL 0 OE <F--0 <Ir 0 0 A 4� IIACKIILL WITH 0 COARSE AGGREGATE REMOVE 114CKFILL F R lu CR TE 21"TO 24*' PAVEMENT OUND POST SIZEN 3 4i "MINLJ - ROUND) MIN. 7.. MIN. OVERLYING WIDE-FLANGE t (SQUARE OR OR WIDE-FLANGE EXISTING W-BEAM GUARDRAIL TRANSITION HEIGHT AND POST SPACING OVER 25'(TWO GUARDRAIL PANELS� 31"W-BEAM DILI GRAIL E GE OF SOIL POST POST 6'-3" 6'-3" 6'-3" 6'-3" PAVEMENT 24"MIN 2 12" 4" GUARDRAIL EAM V. J� TIMBER OR TIMBER ER POST SECTION A-A POST WIII III lil II IDE-FLANGE F ADIGE OR -z ROCK ED POST Ii 41 CASE-1 CASE 2 CASE I CASE 2 aIII III Iu III Ili GUARDRAIL POST IN PAVEMENT "I U, ul SEE NOTE N0.9 GUARDRAIL POST IN ROCK FORMATION A 21 I SEE NOTE NO.9 FILE 60-20-088 BR C-202X JUB PROJ.#:60-20-088 0 TRANSITION TO 31" W-BEAM GUARDRAIL DRAWN BY:## a zw 7ZIDNISTORE. ONAL F.MIN.STERED xONAL T IT' SEE NOTE NO.19 A DESIGN BY: ### t ­11.11�1. — 0 111" 2. R.- ONE INCH V SC&ES SHOWN STANDARD DRAWING REVISIONS STANDARD DRAWING NO. AT 1 ff NO. DATE 1 Y IDAHO NO! DATE NO DATE S SHOWN IDAHO HFzglish AT FULL SIZE,IF NOT ONE ME FOR 11"X 17" By ME FOR x It STANDARD,DRAWING G 1 U� PRINTS TRANSPORTATION DRAWING 7 PRINTS ONLY TRANSPORTATION "f Awpt LAST —2 2 1 03-19 1 ROL I I I 1 1 oss 3 23-�2 1 ROL I I I UPDATED:B/21/2023 SCADD FILE wm-v DEPARTMENT 1 W-BEAM GUARDRAIL 12_I p CADD FILE NAME— DEPARTMENT 31" W-BEAM GUARDRAIL 61 2� ORIGIN&SIGNED BY:KEVINESABLAN 03-20 1 ROL 612­0.20.d,, DRUM—SIGNED BY:KEVIN S BLAN SHEET NO NEER DRAW DESIGN/T—FIC SERVICES ENGINEER DRAW NO OATEz DESIGN/TRAFFIC SERVICES LA14 I BOISE IDAHO 2017 BOISE IDAHO 9 JLNE.'20 7 SHEET'3"COF'I JUNE DRAWING DATE: O TITLE C-202 ('J•SEE NOTE NO.2 16"r 8, ANCHOR HARDWARE COMPONENTS TABLE 9 8 6 5 1 ITEM COMPONENT DESCRIPTION QTY. TF-13 NAME „� NO. J-U-B ENGINEERS,INC. 2 - 1 W-BEAM ANCHOR GUARDRAIL 1 RW1MI40/MOOI -' W-BEAM END SECTION(ROUNDEDI 1 RWE03a r 3 FOUNDATION TUBE 2 PTE06 `DIRECTION OF TRAVEL I FBB01 BOLT b NUT %..A `5r�„ �7r�,. 4 BCT TIMBER POST 2 PDF-- z 8 PER SPLICE �,,, NOTES PLAN 5 STRUT AND YOKE ASSEMBLY 1 PFP02 11H ^ q 6 BCT CABLE ANCHOR ASSEMBLY 1 FCA01 - Q--""- HOLE 1. THE 31"W-BEAM GUARDRAIL SYSTEM SHOWN IS A MASH TEST LEVEL 3 BARRIER SYSTEM. 3'-1%' LENGTH OF NEED e r GUARDRAIL ANCHOR BRACKET I FPAOI (n �M TRJ�E DO 3"' 6" �4V2" AN PLANS CONFLICT,PROVIDE HARDWARE COMPONENTS AS SHOWN ON THE PLANS. r 1 9 4/7 T ^ r m 8 BCT POST SLEEVE 1 FMM02 Lu Q N AF'FIN1 HbLE 3. INSTAL GUARDRAIL AS SHOWN IN THE NORMAL APPLICATION UNLESS OTHERWISE 2 - T�„4 n I ^A 9 BCT BEARING PLATE 1 FPB02 w i f7 O 2. PROVIDE BARRIER HARDWARE AS SHOWN AND AS SPECIFIED IN THE PUBLICATION b N "A CUIDE TO STANDARDIZED HIGHWAY BARRIER HARDWARE." WHERE THE GUIDE ` 6'-3" ..�.. 3'-1%" �y SHELF ANGLE BRACKET 1 FPP02 Y 0 _ INDICATED ON THE PROJECT PLANS.THE CURB APPLICATIONS CAN BE USED WITH "• �/. GUARDRAIL SPLICE BOLT AND 4 FBB01 w Q DO ANY OF THE CURB AND GUTTER OR CURB TYPES SHOWN ON THE CURB AND GUTTER ® RECESSED NUT z CO O mi m111• STANDARD DRAWING. SEE 10"GUARDRAIL BOLT b RECESSED NUT 2 FBB03 1 Lu-J J- 4. PLACE 31"W-BEAM GUARDRAIL AS FAR FROM THE TRAVELED WAY AS PRACTICAL. NOTE 2�/2'/ N ?� W-BEAM SPLICE DETAIL T WHERE PRACTICAL PROVIDE THE SHY-LINE OFFSET DISTANCE SHOWN IN THE No.2 4 6 4 i "X 2"HE HEAD BOLT b NUT 8 FBXl6a C7 Qal PDBOIa POBOIb SHY OFFSET TABLE. r� n %"%8"HE%HEAD BOLT b NUT 2 FB%l6a Z Z LL. C SEE NOTE N0.l4 5. WHERE PRACTICAL,FLARE THE 31"W-BEAM GUARDRAIL AWAY FROM THE TRAVELED "%10"HEX HEAD BOLT b NUT 2 FB%]6a W-BEAM TIMBER BLOCKOUTS WAY.SEE THE SHY-LINE OFFSET AND FLARE RATE TABLE. � r 5 SIDE FRONT SIDE FRONT HEX NUTS 4 FN%24o w _, C_ a 6. PROVIDE ADEQUATE DEFLECTION DISTANCE TO OBSTRUCTIONS BEHIND THE SEE J "FLAT WASHER 22 FWCl6a m GUARDRAIL BY PROVIDING THE WORKING WIDTH SHOWN ON THE PLACEMENT DETAIL ANCHOR F � ELEVATION FOUNDATION BCT TIMBER DETAIL 1"FLAT WASHER 2 FWCA r "0 OR AND E THE DEFLECTION TABLE. O TUBE DETAIL ®POST DETAIL 116D GALVANIZED NAIL 2 N/A UGH HOLES 7. DECREASE DEFLECTION BY REDUCING POST SPACING.INTRODUCE EACH REDUCTION Z# -L.S�m THROUGH FRONT Y4"O OR'J/s"0 "0 OR 11/s"0 IN POST SPACING OVER 25'OR MORE.00 NOT BOLT THE GUARDRAIL TO THE EXTRA �'!r PTE06 PDF-- 80" r AND BACK HOLES(TYP.) HOLES ITVP.) FLANGES(TYP.) 8 WIDE-FLANGE OR TIMBER POSTS MAY BE USED UNLESS O T IA FOR THE PROJECT LENGTH `� U ` 6• OTHER INDICATED ON 1 n THE PROJECT PLANS.USE THE SAME POST MA ER L ' L DIRECTION OF TRAVEL ' }^ e� (EXCEPT IN THE 3l"LONG SPAN APPLICATION). L' L' ^ .3••I 11/" SEE ANCHOR r r % �e" PED HEAD 9. REMOVE PAVEMENT AND ROCK AROUND GUARDRAIL POSTS. 4„ 1 : =1 A CARLE END ,`, A �"DMA.(6x19 IWRC IPS)CABLE 2'/" 3" 3" �T *�PT'IONAL IU.TIAIBERMBLOCKOUPSL WITHYT IMBERLPOS�S?U EI THEWSNAE BALOCKO�T TMATERIAL FOR GUARDRAIL ANCHOR -F� NAILS® -_ ;,^xl" '�•`7 ..� DETAIL �S�ONAL 4, _ BOLT DIMENSION TABLE THE PROJECT LENGTH(EXCEPT IN THE 31"LONG-SPAN APPLICATION).THE = SLOT ® BCT ANCHOR ASSEMBLY DETAIL k. \,ENS,DESIGNATOR L T WIDE-FLAICE POST NORMAL APPLICATON CAN BE CONSTRUCTED WITH OUT -4�'. I„�^. END PLATE ¢ m ry - BLOCKOUTS IF INDICATED ON THE PROJECT PLANS OR IF APPROVED BY THE 10' n 9 Y° FBB03 IIO" ]s•• ENGINEER. 9'-4%" -{�-1'/ m 15• _ 19484 n %-11 THREAD PITCH GUARDRAIL BOLT it. ITOP OF THE NSTAL THE POST. THE AND W-BEAM GUARDRAIL USING THE HOLE 7"FROM THE BCT BEARING SHELF ANGLE = 7 3•• 5•• ^ FBBOI,FB803,F88T N OO PLATEPD ETAIL ®BRACKE�DDETAIL PLAryE®I, THREE m HEIGHT ADJUSTMENT.UTHE HIGHER HOLE IS RESERVED FOR FUTURE GUARDRAIL 4'-1" 12" 14" 3'-11/" END 3 r/„ SVZ, SIDES \ 1 C NTgTF OF ��P�O 12.NAIL UTS TO MBER CT BLOCK --- [BUTTON-HE TON-HEADED) 16.SPLICE138E W-BEAM OGUARDRAR BETWEENPOSTS POSTOSR OVERILPP SPLICES SOTTO AT NAIL THE 3 SPACES AT 4" "a l "SLOTS : r STANDARD T SEA ,P THROUGH THE SIDES OF THE BLOCKOUT AND POST. 13.WHEN WIDE-FLANGE POSTS ARE USED AND WHEN PRACTICA.INSTALL THE BOLT �'HOLES 1"WASHER SWAGED �� m + : THREADED BUNG STUD ry 1 RWM740(MODIFIED) e 3 ® THREADED ENTIRE 1"HEX NUT IFBB03)ON THE UPSTREAM SIDE OF THE POST IN RELATION TO THE ADJACENT TRAFFIC. ITYP.) FITTING E%POSED W-BEAM EDGE IS DOWNSTREAM OF THE ADJACENT TRAFFIC. LENGTH 15.BEGIN AND END 31"W-BEPM GUARDRAIL WITH A TERMINAL,ANCHOR,OR TRANSITION. O W-BEAM ANCHOR GUARDRAIL BE PLATE ANCHOR CABLE END DETAIL GUNSTRUCARDRAIL WHEN`PRACC OR TIICAL TRANSITIONS SOME AICHORSN ANDHE SAME TERMINALS POST MATERIAL ONLY AVAILAB AS LE -1 T 8 e ® '® Ifi"x12'/"x3fs" /e-11 MODIFIED } 10 cA 1 BCT POST NOTES zLU MIN. 17.ONE POST CAN IN OMITTED WITHOUT OTHER MODIFICATION IF APPROVED BY THE BOL SLOT(TYP.) N R O SLEEVE DETAIL ® 1.INSTAL THE PNCHOR SYSTEM ON THE TRACING END OF 31" wz m O • S %B'WASHER 0.65" H L y HEAVY HEX NUT 1' MIN. I6.DELINEATE GUARDRAILS WITH TYPE 9 DELINEATORS.SEE THE DELINEATOR 0.09" P STANDARD DRAWING FOR DELINEATOR SPACING. "xt' SLICE� 235 /e i�¢z0 FMM02 78" W-BEAM GUARDRAIL OUTSIDE OF THE CLEAR ZONE FOR wi ENGINEER.THE LONG-SPAN APPLICATION CAN BE USED WHERE TWO POSTS(18'-9" R 6/4 8 'SEC A-A APPROACHING TRAFFIC,OR BOTH. rc w r d O R SPAN)OR THREE POSTS(25'SPAR)ARE OMITTED. 67• 2.SUPPORT THE W-BEAM ANCHOR GUARDRAIL AT THE END POST a w w U H W6x9 OR W6x8.5 5•• R•• -� O 18 .WHEN THE LONG-SPAN APPLICATION(l8'-9".OR 25')IS USED,INSTALL THREE CRT � 1 END PLATE fie" a I��I ��1 3p /z WITH THE SHELF ANGLEOS BRACKET.DO NOT BOLT THE W-BEAM p r m< a STRUCTURAL SHAPE TIMBER POSTS(PDE09)WITH TIMBER BLOCKOCTI ADJACENT TO THE UPSTREAM AND ; L �� 9 4�` BRACKET - GUARDRAIL TO THE POST. O❑p m m„ DOWNSTREAM ENDS OF THE UNSUPPORTED SECTION.IN NOT NEST THE 62'6"E T::x A - 8 ® 1 3.ENSURE THAT THE FOUNDATION TUBES DO NOT EXTEND MORE >z O T •• - '- "/i6" 11/" W-BEAM)GUARDRAIL IN THE UNSUPPORTED SECTION.INSTALL AT LEAST 62'-6"OF ` jie 1Ve', rc< O 31"W-BEAM GUARDRAIL UPSTREAM M!D DOWNSTREAM OF THE CRT POST-. �-� PLAR 4A T 'R SLOT __ 6 h - THAN 3�"ABOVE THE FINISHED GRADE. J 1 1 SEE YOKE DETAIL �'" 19.WHEN CONNECTING TO EXISTING GUARDRAIL,TRANSITION THE GUARDRAIL HEIGHT r 23/e" 4.INSTAL AN EXTRA HEX NUT ON EACH END OF THE BCT CABLE m O z k m TO 31".REPLACE THE EXISTING W-BEAM GUARDRAIL IF THE TOP OF GUARDRAIL 75" 1'- F4i�,. '- F4.. ••@@---F ANCHOR ASSEMBLY. WIDE-FLANGE TIMBER CRT TIMBER POST RECESSED NUT PLAIN ROUND WASHER HEIGHT IS LESS THAN 27". T$ ���- - -- 2/2 2" 1Ik S.AFFIX A TYPE 3 OBJECT MARKER TO THE W-BEAM END SECTION r33�w "' LLLL S WHEN THE ANCHOR IS USED ON AN UNDIVIDED HIGHWAY. �+'��m z PWE0I.PWE-- PDE02.POE-- PDE09 FWCIBo 20.DRAWING NOT TO SCALE. ,,, /"R 7- T i Y ELEVATION : a ❑O m rc GUARDRAIL POSTS g••I 8'� 7V" } J 6.DRAWING NOT TO-CAE. vu s*on O y a z O ED ZONAL FAY +1 STRUT AND YOKE GUARDRAIL ANCHOR ,,T:r.o. 1ONALF oiwmN� > z � ENsfe° 1Z W-BEAM END SECTION DETAIL 05 ASSEMBLY DETAIL YOKE DETAIL ANCHOR DETAIL O7 BRACKET DETAIL ��ewu 51 D W��ma� 3v�i w sum. Q ry m 1. RWE03o PFP02 FPMI J eo�...�Neono A `SEE AA�r` ¢ i^gti Y A 'o��� EC - R V NS SCALES SHOWN IDAHO STANDARD DRAWING English � *,� REVISIONS scxEs SHOWN IDAHO STANDARD DRAWING English NO. DATE Y N0. DATE Y N0. DATE Y ARE FOR It"X 17" ° NO. DATE Y NEL GATE Y NO DATE Y ARE FOR II'•X 17" O J O i O W t oe-N8 RDL PRINTS ONLY TRANSPORTATION BigNDPRO DRAWING NO ? °g rs ° PRINTS ONLY TRANSPORTATION STINDMO DRAWING NO asg ql, z i ❑ 2 03-t9 ROL t- o a 03.89 RDL cADO FIE NNE: DEPARTMENT 31" W-BEAM GUARDRAIL 612 1 + n (� clnD nLE NIME: DEPARTMENT GUARDRAIL 612 5 �v 'O` ❑33 612-1-0420.tl n0 ORIGINPL SIGNED BY:KEVIN SPBLAN 9iir OF"'C9" 612-5_0617.0 n ORIGINAL SIGNED BY:KEVIN 6PBLPN ANCHOR 9,I, 2F IMF w w❑❑ DRAWING DATE: BOISE IDAHO DESIGN/TRAFFIC SERVICES ENGINEER �•LANG DRAWING DATE" BOISE IDAHO DESIGN/TRAFFIC SERVICES ErvGIrvEER �•LANG i z JUNE 201] SHEET $ OF $ JUNE.2017 SHEET ] pF 1 Q isIU ED 'ozK VOi O z DO 0 U m (SEE NOTE NO.4) 1"W-BEAM GUARDRAIL R EDGE OF SHOULDER (SEE NOTE NO.6) o ____ ____ ______________w__--__ -__--___--__-______--______________ m i a� a 4 oo + mm _ - - - - - - o rc POST 1 ____ ry GUARDRAIL TERMINAL GRADING -i w LENGTH OF NEED POINT J (SEE NOTE N0.5) J m (SEE NOTE NO.3) I .. 1 Q J 4 O LL < y w w J_ y Q Q LL LL 0 w p Ir x NOTES .THE FLARED TERMINAL SHOWN IS AN EXAMPLE ONLY.FLARED co1 m TERMINAL DESIGNS VARY BY PRODUCT AND MANUFACTURER. /1 4 2.DISTANCES SHOWN FROM THE TERMINAL POSTS TO THE `J GRADING EXTENTS ARE MEASURED FROM THE BACK OF THE POST. 3.PROVIDE A 4:1 OR FLATTER SLOPE BEYOND THE GRADING U EXTENTS WHERE PRACTICAL. 4.INSTALL THE TERMINAL IN ACCORDANCE WITH THE 'O MANUFACTURERS INSTALLATION INSTRUCTIONS.REFER TO THE INSTRUCTIONS FOR SYSTEM LENGTH,OFFSET,NUMBER OF POSTS. POST SPACING,AND WHEN A FLARED TERMINAL IS TO BE INSTALLED ON A HORIZONTAL CURVE. DO S.VERIFY THE LENGTH OF NEED POINT WITH MANUFACTURER INSTRUCTIONS FOR A SPECIFIC PRODUCT.ELEMENTS OF THE Q GUARDRAIL TERMINAL DOWNSTREAM OF THE LENGTH OF NEED POINT CAN BE INCLUDED AS PART OF THE LENGTH OF NEED. w 6.PROVIDE A MINIMUM OF 12'-6"OF 31"W-BEAM GUARDRAIL BETWEEN THE GUARDRAIL TERMINAL AND A GUARDRAIL TRANSITION. 7.IF THE FLARED TERMINAL DESIGN USES AN ANCHOR CABLE, INSTALL AN EXTRA HEX NUT ON EACH END OF THE CABLE. B.AFFIX A TYPE 3 OBJECT MARKER TO THE TERMINAL END U SECTION. FILE: 60-20-088_BR_G-202X m¢ 9.DRAWING NOT TO SCALE. r N: - U zw DRAWN BY:kp pilclwL STPiEo 1pNA,.6y DESIGN BY: ### c a �F',� EN8F0 Di1, CHECKED BY:WWIF-o viiw.�i s��. Q� rf �Y ONE INCH m R VISION STANDARD DRAWING egfe�lae� y o o 3 SCALES SHOWN IDAHO English AT FULL SIZE,IF NOT ONE NN0. DATE BY N0. DATE BY N0. DATE BY ARE FOR 11"%17'• STPNDMO DRAWING N0. g O LAST UPDATED:B/21/2023 f z ...IS 3 21 ceN PRINT s ONLY TRANSPORTATION GUARDRAIL TERMINAL P�g a oss 0� M S cADD FLE.S., DEPARTMENT FLARED 612 7 1 ,�OF� " DRAWING DATE: ORIGINAL SIGNED SERVICES SABLAENGINEER SHEET 1 0 JUNE 201°ATE' BOISE IDAHO DESIGN/TRAFFIC SERVICES ENGINEER SHEET 1 OF 1 LANG 1 O TITLE /'C- 03 a c (J J-U-B ENGINEERS,INC. 100+23 100+25 100+50 (3 3440 3440 3440 3440 3430 3430 Z c m o v cA Q MIt W Y 0� ai o z L �� o 6 1/S CD 5= N ?i Nc0 // zV _L_ cLL c / W O O ri OC)O� �M / — C L 3430 3430 3430 3430 3420 00 -t M / 3420 CO a N7 c\i M / r F_ > / N �� ww N O w O W W O W / O N `f O O In M .. TONAL F o� o� roM O� o�u / 2.00%�� 2.20% J ¢05�OENSFo�'2A M F 0 0" > o N" " / 19484 0 > wEXISTING PRESSURE m o 3420 w 3420 3420 >W w w 3420 3410 3410 r s w� W� Ow �w LLww Ow GI qr op 5 o w o w J W J J IRRIGATION (TYP) y E of ` F w w O w w w J J o w w w w --- EXISTING WATERLINE F�SEA JP 4.38% 1 ww JJJ 4.00% - 3 95%' 4.10% __ _- (TYP) 2" PRESSURE -- - 1 -�— IRRIGATION (TYP) / EXISTING PRESSURE /- _ w / 1.5" WATERLINE a�az� / EXISTING PRESSURE / EXISTING WATERLINEIRRIGATION (TYP) / IRRIGATION (TYP) (TYP) =wilco (TYP) I I 3410 2" PRESSURE 3410 3410 EXISTING WATERLINE 3410 3400 3400 'wwUR a o�m<rc a IRRIGATION (TYP) (NP) 2" PRESSURE 1.5" WATERLINE IRRIGATION (TYP) ozk3� (TYP) TRANSITION CROSS 1.5" WATERLINE TRANSITION CROSS :a33�u SLOPE TO MATCH _ __ _ _ (TYP) _ _ _ _ SLOPE TO MATCH _ _ _ _ _ _ �moomrc o c�wazo EXISTING EXISTING z ow5w o > ,m a O_ ¢ a 3400 3400 3400 3400 3390 3390 za6°1zo w -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 Qo3F� rcwwoz =m= y m o!mwrc w 1 00+75 1 01 +00 1 01 +25 'o°z u°, lzo 3430 3430 3130 3430 3430 3430 0 U 2 / / col ...... ...... .. ..... ... �. ...... ... ...... ....... .... ....../.. a 3420 3420 3420 3420 3420 o // 3420 Z 0 0 / / w o:I' v) / / p _J O 6 0� ° .. oro o3 �o / � O / Q Q U .. 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(n w OW ow � .. �� oo� cq // c� z () w Q Q J J W W / w Ld J W w '-`W / O I") r G O ww 2.00%Nv2.00% // Ow Ow o > > �w / Q ♦— Q Q I J J lyQj LQyJ / L�J Li J O Ld // U LL 3410 / --- 3410 341 0 w w 2 00%v v2.00% 3410 3410 O w w w 3410 Q O Q o EXISTING WATERLINE / w LQ`' 1 2 00%o u2 00% / o (TYP) I EXISTING PRESSURE � EXISTING WATERLINE / �— m �I IRRIGATION (TYP) v_ �� Q (nP) / EXISTING PRESSURE U O IRRIGATION (TYP) EXISTING WATERLINE EXISTING PRESSURE _ - PRESSURE (TYP)711'1 IRRIGATION (TYP) I IRRIGATION (TYP) oo // 1.5" WATERLINE 2" PRESSURE 2" PRESSURE (nP) -^ / IRRIGATION (TYP) / IRRIGATION (TYP) € 3400 3400 3400 1.5" WATERLINE2 3400 3400 / 3400 / (TYP) m / 1.5" WATERLINE a / / (TYP) s Z xz / U FILE: 60-20-088_BR_C-301X m U F J p: - DRAWN BY:JCC 3390 3390 3390 3390 3390 3390 DESIGN BY: ALS a o - 0 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 CHECKED BY cK a ONE INCH m j AT FULL AL E,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/19/2023 SHEET 11 o� TITLE C-301 a c (J J-U-B ENGINEERS,INC. 1 01 +50 1 01 +75 1 02+00 3430 3430 3430 3430 3420 3420 Z c - m o v > M / c 000 ccu E / W pQ n - - - - - -- - / - - - - - - - - - - - - - - - / - - - - - - -j/ - - - z o a 3 Z ct u)LL O N O / w > .0 o- O 3420 / 3420 3420 / 3420 3410 o M o M / 3410 ? T a cm J LLi J w Ld Ld // O w O w O w _.. _._.. O O ww / _0 // 00 / w 2.00%U U200% / �S oNAL FNc O Lo Ln N O / M u� / — -- Q�' ��E N 8F0 12 O0 000 011- O / / a A o M / O 0 O o 0 EXISTING WATERLINE EXISTING PRESSURE 19484 / q rl I / (TYP) // IRRIGATION (TYP) 3410 2> "> w w 3410 341 0 341 0 3400 3400 "r s° w J It J O W / > > Li> / / C '9TE OF �V, 5 ow ow / J Lw Li / yFlS JP�� Q Q I Q¢ / o w O w O w / / 2" PRESSURE EA w w 200%U U 200% // Q Q I Q,w / IRRIGATION (TYP) - 0 - - 1.5" WATERLINE - EXISTING WATERLINE EXISTING PRESSURE EXISTING PRESSURE (TyP) as>m o (TYP)// IRRIGATION (TYP) EXISTING WATERLINE =Wz�m (TYP) / IRRIGATION (TYP) <aw 3400 2" PRESSURE 3400 3400 / 3400 3390 / 3390 'ww°R a IRRIGATION (TYP) / 1.5" WATERLINE 2" PRESSURE / LQ°Ja m (TYP) / 1.5" WATER�NP IRRIGATION (TYP) / o,6km ( ) uF3g.W oamz�o _m 0 0� 3390 3390 3390 3390 3380 3380 S_ ° -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 z��ko w 3F ❑ aw3�3 rcwwiz im= Y s� m o!mw� � 102+25 102+50 102+75 'o°z u°, lzo 3420 1 3420 3420 3420 3420 3420 3 / I / I / I / O (D / a 3410 0 0 0 0 N 0 // 3410 3410 �� � / / 3410 3410 LC I / / 3410 � w �M oM roM / Oo �oo �� / o // J O_ Lc) �� > > w / 7 / O a) � rn / Q J a �w wLi w� / O / Ow Ow �r� / Q U g Ow Ow Ow // ww.. �>> L�L>u / ornj OM .6 / O� LLJ o _._.. .... _.. _._ _._..._ _ _. _..._ _._ _..._.. w ¢¢ �w aw w J JJ_ .ow m / Ow Oww // O o w w 2.00%U U2.00% ¢i w / E J _w w J / z U QQ I JJJ ¢ w w 2.00%' U2.00% // o w o w Q EXISTING PRESSURE w w LL 3400 EXISTING WATERLINE IRRIGATION (TYP) 3400 3400 3400 3400 w 2.00%U U2.00% U 3400 Q O Q (TYP) / / __- 1. / EXISTING WATERLINE o�2" PRESSURE /- >> // 2" PRESSURE (NP) // IRRIGATION (TYP) // m Q o 4 // 1.5" WATERLINE IRRIGATION (TYP) EXISTING PRESSURE 1. m / _ _ EXISTING PRESSURE _ _ _ _ _ _ IRRIGATION (TYP) U 0 / (TYP) / IRRIGATION (TYP) EXISTING WATERLINE 1.5" WATERLINE (nP)/ 2" PRESSURE o // / (nP) IRRIGATION (TYP) € 3390 / 3390 3390 / 3390 3390 / 3390 / z // // 1.5" WATERLINE s (n,P) U // _l/ FILE: 60-20-088_SIR_C-301X m U F / J p:60-20-088 / DRAWN BY:JCC 3380 3380 3380 3380 3380 3380 DESIGN BY: ALS a o -40 -20 0 20 40 -40 -20 0 20 40 -40 -20 0 20 40 CHECKED BY CKJ a ONE INCH m j AT FULL AL E,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/19/2023 SHEET 12 o� TITLE C_302 a c �J J-U-B ENGINEERS,INC. 1 03+00 1 03+1 7 3420 3420 3410 3410 z c m o v / W Y 000 (\I E w n � n 3 z o .�, �; N Mas z Lt U- c 3 C6 /_� w C 0 3410 / 3410 3400 w J 3400 CO a ow ow T ~ N w w �D Do o w w 200% 2.00% � o . �— 0,� -- _ _O _ /_ _ _ __ I f— EXISTING PRESSURE S ONAL e o Dd // J IRRIGATION (TYP) 0�05 �ENSF��1y o / w / EXISTING WATERLINE J 19484 A 3400 o w `J / 3400 3390 (TYP) 2" PRESSURE 3390 w w / IRRIGATION (TYP) �y"Te of \V,Fco �w w 2.00% v200% �-,�� 1.5" WATERLINE F�SEA JP� ~— / (N E .EXISTING PRESSURE IRRIGATION (TYP) a EXISTING WATERLINE I =Wz�m m 3390 (TYP) 2" PRESSURE 3390 3380 3380 aww�o a IRRIGATION (TYP) ow' 1.5" WATERLINE L<.�, m 0,6w3� / (TYP) -F3r.W y oom¢ z0 o o-mw a O ¢ a KU Hw 3380 3380 3370 '370 0 -40 -20 0 20 40 -40 -20 0 20 40` J�o ? m i� o a a3R3 rc wwiz ice= Y sw m o!mw� 'o°z�u° o z 3 U H F z J O a J � O IL W CC: Z � w Q 0 a ILL U w Q Q m _ Q 4 U o U O a U FILE: 60-20-088_BR_C-301X m U F J p: - DRAWN BV:JCC Q Q DESIGN BY: ALS CHECKED BY CKJ a ONE INCH ro j AT FULL AL E,IF NOT ONE INCH SCALE ACCORDINGLY LAST UPDATED:9/19/2023 SHEET 13 o 1 TITLE a C-303 c W KEYED NOTES 1a> 1103.4.1.8. TRAFFIC CONTROL SIGNS TYPE B ���� 0 U-B ENGINEERS,INC. 10 SF STA: 100+18 65 6 62' L J- 10 SF STA: 100+18.76, 9.94' R Gj 9 SF STA: 19+08.42, 5.04' R Z_ M �, 9 SF STA: 17+16.80, 12.22' R > cl)Lo v TRAFFIC CONTROL BARRICADES TYPE 3 W Y 000 c o 1 EA STA: 100+18.65, 6.62' L Z � ^co Af 1 EA STA: 100+18.76, 9.94' R o— a 3 Qo SP-3005 PORTABLE CHANGEABLE MESSAGE SIGN z LU L L 3 M I o 3 O�( HR STA: 0+21.27, 12.61' R m a w o 0)1 I} nAHEAD ROAD WORKQ � Ilsl�pi \�� _ ,. ` AHEAD� ). ! % AONAL Fkt� sg "cV�I S I 1 / r/� I f I 11 U �l!\ 1103.4.1.B.1 oF� \GENSFo y� „. O o Ii�ll��lll(1111 ! _� -� !V!�M W20-1B [b +` irl((rl I! _ ��11�� X 36 a 9 W20-3 ( r 19484� ��1103.4.1.6.1 36" X 36 —CEP e� 5�� c 19 `� og�grFOFvoP��°i ELP t. //lii�/i �1 �1 y�������>. �� -_// �✓ 18'�'�_ 7 O�� ���� SEA ti \ q Ch�VO a � 0wwaw a Ory K 2-BARRICADE TYPE o"`w3 ltii�\x0 �Rzk 48" X 30� ! _ _ / - A � a ii�12+00° OX JIiI\ J / o' o� o �-�3e � / % /l� i ( -'y 1(I UlP x / /�fit// ,� J 13 �F �i - _ ....r" f�l10 fi t Y =F SHOSHONE FALLS PARK -;���, /� (,'o ( I i/ I m a / )� f e 9 0 O a w — 0X �y cf) Ep •� / ,�,' —EP EP _ _ J L_ l =7 r EP/ —��'EP — ��/ m / EP J 7 EP J CEP ROAD - fP _ LL L D z LL HPEP / p \ (oLL J T i 1. r rJc - t SHOSHONE FALLS O l o - gXEL GRADELu �� 4+00 ti ti - - , _ 3+00 t t, ARIABLE MESSAGE BOARD A� � "BOAT RAMP CLOSED FOR O ROAD CONSTRUCTION" yy XO Y tiGTC ; P � FILE: 60-20-088_BR_TC-101X a O JUG PROJ.N:60-20=088 U z NOTE: DRAWN BY:JCC DESIGN BY: ALS CUSTOM SIGNS: CHECKED BY: CKJ BOAT RAMP AT SHOSHONE FALLS PARK CLOSED FROM _ TO _ ONE INCH a j —_ -- AT �FULL SIZE,IF NOT ONE PLACE SIGNS AT FALLS AVENUE AND CHAMPLIN ROAD INTERSECTION, ONE IN LAST UPDATED:9/28/2028 EACH DIRECTION ALONG FALLS AVENUE AND ONE ON CHAMPLIN ROAD. 0 80 160 SHEET 1 4 Z ao SCALE IN FEET TITLE TC-101 c